• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 2002년도 한국해안해양공학발표논문집 Proceedings of Coastal and Ocean Engineering in Korea
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• pp.191-197
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• 2002

The prediction of the dynamic behaviors of buoyant water discharges into a large volume of water bodies, the flows of water accompanying the density differences due to temperature differences and sometimes also to salinity differences, have attracted great concern over several decades. Heated water surface discharges from power plants and freshwater discharges in estuaries are typical examples of the buoyant flows. (omitted)

• 대한전기학회:학술대회논문집
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• 대한전기학회 2004년도 하계학술대회 논문집 C
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• pp.1882-1884
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• 2004

In this paper, the waveform parameters of electromagnetic pulses radiated from intracloud discharges were presented. The zero-crossing times and the full pulse widths of the large bipolar electromagnetic pulses due to intracloud discharges are gradually decreased as the stroke proceeds. Also, the electromagnetic pulses tend to be bipolar, with narrow and fast leader pulses superimposed on the initial half cycle. The mean numbers of leader pulses superimposed on the initial half cycle were 1.61${\pm}$0.74 and 1.75${\pm}$0.73 for the positive and negative polarities, respectively.

• 한국수자원학회논문집
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• 제43권12호
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• pp.1039-1050
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• 2010

본 연구에서는 괴산댐 하류 달천에서 6가지 직접 유량 측정 방법-유속면적법, 봉부자법, ADCP이동측정법, ADCP정지 측정법, 전자파표면유속계, LSPIV-을 적용하고, 이를 댐 방류량 및 유속면적법과 비교함으로써 정확도를 상호 평가하였다. 이를 위해 2005년부터 2010년까지 실시된 총 39회의 유량측정결과가 분석되었다. 댐 방류량과의 비교 결과, 봉부자법을 제외한 나머지5가지 방법은 평균 6.2% 이내의 절대값오차를 나타냈다. 유속면적법과 다른 4가지방법을 비교할 경우, 전자파표면유속계는 7.35%, 나머지 3가지 방법은 6% 이내의 절대값오차를 나타냈다. 봉부자법은 댐 방류량 및 유속면적법과 비교하여도 오차의 범위가 크게 나타났는데, 이에 대해서는 추가적인 검증이 필요하다.

• 조명전기설비학회논문지
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• 제18권5호
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• pp.112-117
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• 2004

본 연구에서는 뇌전자장 펄스에 관한 상세한 정보를 얻기 위한 목적으로 운방전에 의해서 방사되는 전자파 펄스를 측정하고, 이의 특성과 파라미터를 통계적으로 분석하였다. 운방전에 의해서 방사된 전자파 펄스는 낙뢰에 의한 것과는 확연하게 달랐으며, 후속 스토로크로 갈수록 주 방전에 의한 양방성 전자파 펄스의 영점교차시간과 펄스폭은 짧게 나타났다. 또한 주 방전에 의한 양방성 전자파 펄스의 파두부분에는 좁고 빠른 리더펄스가 중첩되어 나타났으며, 이 중첩된 리더펄스의 평균 개수는 정극성에서 61$\pm$0.74, 부극성에서 1.75$\pm$0.73이었다.

• Journal of Advanced Marine Engineering and Technology
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• 제38권8호
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• pp.981-994
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• 2014

Density currents formed by buoyancy discharges from rivers are numerically studied using non-dimensional two layer model including Coriolis acceleration, bottom stress, interfacial friction. Some typical numbers such as Froude number, densimetric Froude number and Kelvin number are obtained and some characteristic scales are defined as a result of non-dimensionalization of the governing equations. Besides the Coriolis effect, the configurations of bottom topography, bottom friction coefficient and interfacial friction are found to significantly affect the propagation of the warm water plume. Frontal position can fastly propagate in the case of large density difference between the two layers and small interfacial friction. Left side boundary current is easily formed under the small interfacial friction. With large Kelvin number, both right and left side boundary currents are formed. Wave-like disturbances and eddies are easily formed under the high Froude number.

• 한국농공학회논문집
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• 제49권3호
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• pp.3-10
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• 2007

In general method to estimate the water supplies in the large-scale basin, indirect estimation method such as unit loading factor method has been used. However, the estimated water supplies are much different to the real water supplies used in the any basin because these general methods estimate them considering water supply demands only. Especially, water supplies for irrigation are big different to the real water supplies in which the water supplies for irrigation are depend on the weather conditions such as evaporation, basin conditions such as infiltration, the reservoir operation rule for irrigation water, and distribution methods. Thus, a new estimation method is developed to estimate the real water demands which is essential factors for the effective water resources operation in the basin. This method is for estimating the water supplies and return rates based on the survey of the irrigation reservoirs and the analysis of effects to the stream flows, return flows, and water supplies for irrigation which water supplies and return rates are used in the basin water management model. The water supply usages in each subbasin are validated by comparisons between the simulated discharges from the basin water management model and the discharges measured in the control points.

• 한국수자원학회논문집
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• 제39권6호
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• pp.487-494
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• 2006

화원 지점의 홍수시 유량은 수위가 상승할 때와 하강할 때 동일한 수위에 대해 많은 차이를 나타내고, 이와 같이 이력효과의 크기가 클 경우에는 많은 오차가 발생할 수 있다. 유량 환산 오차를 줄이기 위해 낙동강 본류 화원 수위관측소 지점에 대한 고리모양 수위-유량 관계곡선을 작성하였다. 하천유량과 단순 환산된 유량의 편차를 계산하기 위해 부정류 모의 사례로부터 (수위, 유량) 자료쌍을 획득하여 단순 수위-유량 관계곡선식을 작성하였다. 이 관계에서 이탈하는 유량편차 ${\Delta}Q$와 수위변화 따른 하천폭과 시간변화율의 곱인 $B{\Delta}h/{\Delta}t$와의 관계로부터 고리모양 수위-유량 관계의 유량을 구하였다. ${\Delta}Q$와 $B{\Delta}h/{\Delta}t$는 높은 상관관계를 나타내었다. 이로부터 계산된 유량은 1997년의 수위 7m이상 관측유량 11개 중 7개가 고리모양 수위-유량 환산관계의 유량과 10% 이내의 차이를 보였고, 수위 9m이상의 1998년 관측유량은 고리모양에 근접하였다. 화원 지점과 같이 고리폭이 큰 지점은 단순 수위-유량 관계보다 고리모양 수위-유량 관계를 적용하는 것이 유량 환산의 오차를 줄 일 수 있을 것으로 기대된다.

• 대한전기학회논문지:전기물성ㆍ응용부문C
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• 제49권12호
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• pp.673-678
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• 2000

The dielectric barrier discharge(DBD) is a common method to create a nonthermal plasma in which electrical energy is used to create electrons with a high average kinetic energy. The unique aspect of dielectric barrier discharges is the large array of short lifetime(10ns) silent discharges created over the surface of the dielectric. A silent discharge is generated when the applied voltage exceeds the breakdown voltage of the carrier gas creating a conduction path between the applied electrode and grounded electrode. As charge accumulates on the dielectric, the electric field is reduced below the breakdown field of the carrier gas and the silent discharge self terminates preventing the DBD cell from producing a thermal arc. In fact, the most significant application of dielectric barrier discharges is to generate ozone for contaminated water treatment. Therefore, experiments were perfomed at 1∼2[bar] pressure using a coaxial geometry single dielectric barrier discharge for ozone concentrations and energy densities. The main result show that the concentration and efficiency of ozone are influenced by gas nature, gas quantity, gas pressure, supplied voltage and frequency.

• 한국전기전자재료학회논문지
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• 제19권2호
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• pp.169-175
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• 2006

This study investigated variation leakage current maximum value and waveform considering applied voltage phase angel by simulating three environmental conditions, such as fog, salt fog, and kaolin contamination .As the result of applied voltage phase angel characteristics, leakage currents presented almost in phases in the early stage regardless of environmental conditions just after applying the voltage, and the phase of leakage currents certain phase lags for the discharge of the applied voltage when surface discharges occurred due to the continuous environmental contamination. In addition, the difference in phase significantly increased according to the intensity of discharges. The change in distortion rates according to the environmental contamination presented a nearly same level just after applying the voltage. The distortion rate of third harmonic for the fundamental wave presented by the order of fog>salt fog>kaolin when surface discharges occurred due to the applied voltage for certain continued periods. In the case of the fog and salt fog, the scale of spectrums decreased according to the increase in frequencies from the results of the analysis of high frequencies. In addition, the even number frequency presented a relatively large level compared to the odd number frequency under the kaolin contamination.

• 한국농공학회논문집
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• 제56권2호
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• pp.1-9
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• 2014

A modeling system is constructed by integrating an one-dimensional unsteady flow simulation model and a hydrologic model to simulate flood flows in drainage channel networks of paddy field districts. The modeling system's applicability is validated by simulating flood discharges from a paddy field district, which consists of nine paddy fields and one drainage channel. The simulation results are in good agreement with the observed. Particularly, in the verification stage, the relative errors of peak flows and peak depths between the observed and simulated hydrographs range 8.96 to 10.26 % and -10.26 to 2.97 %, respectively. The modeling system's capability is compared with that of a water balance equation-based model; it is revealed that the modeling system's accuracy is superior to the other model. In addition, the simulations of flood discharges from large-sized paddy fields through drainage channels show that the flood discharge patterns are affected by drainage outlet management for paddy fields and physical characteristics of the drainage channels. Finally, it is concluded that to efficiently design drainage channel networks, it is necessary to analyze the results from simulating flood discharges of the drainage channel networks according to their physical characteristics and connectivities.